Recommendations for seismic design of hybrid coupled wall systems /
| Corporate Author: | |
|---|---|
| Other Authors: | |
| Format: | eBook |
| Language: | English |
| Language Notes: | English. |
| Published: |
Reston, VA :
SEI/America Society of Civil Engineers,
©2010.
|
| Subjects: | |
| Online Access: | Connect to the full text of this electronic book |
Table of Contents:
- List of Figures; List of Tables; List of Variables; 1 Introduction; 1.1 Application; 1.2 Scope; 2 System Behavior, Analysis, and Design Considerations; 2.1 Selection of Coupling Ratio; 2.2 Analysis Models for HCWs; 2.2.1 Equivalent Frame Models; 2.2.2 Finite Element Models; 2.3 System Design Philosophy; 3 Prescriptive Design Method (PrDM); 3.1 Classification According to Current Provisions; 3.2 System Analysis; 3.2.1 Wall Model; 3.2.2 Coupling Beam Model; 3.2.3 Beam-Wall Connection Model.
- 3.3 Vertical Redistribution of Coupling Beam Forces; 3.4 Beam and Wall Overstrength; 3.5 Design Process; 4 Performance-Based Design Method (PBDM); 4.1 Performance Objectives; 4.2 Recommended Analysis Methods; 4.3 Modeling Guidance; 4.3.1 Load Model; 4.3.2 Component Force-Deformation Response for Nonlinear Analysis Procedures; 4.3.3 Simplified Model for Nonlinear Static Procedure; 4.4 Preliminary Proportioning; 4.4.1 Method of Determining Trial Proportioning for HCWs; 4.5 Acceptance Criteria; 4.5.1 Coupling Beams.
- 4.5.2 Reinforced Concrete Wall Piers; 4.5.3 Beam-Wall Connection; 4.6 Design Process; 5 Component Design; 5.1 Coupling Beam Design; 5.1.1 Composite versus Non-Composite Coupling Beams; 5.1.2 Coupling Beam Bracing; 5.2 Beam-Wall Connection Design; 5.2.1 Embedment Length Calculation; 5.2.2 Wall Boundary Regions at Beam Embedment; 5.2.3 Top Beam-Wall Connections; 5.2.4 Joint Constructibility Issues; 5.3 Wall Pier Design; 5.3.1 Flexural and Axial Strength Interaction; 5.3.2 Base Shear Magnification; 5.3.3 Wall Shear Strength.
- 5.3.4 Special Detailing of Shear Wall Boundary Elements; 5.3.5 Force Transfer at Base of Wall; 6 Alternative Hybrid Wall Systems; 6.1 Unbonded Post-Tensioned Coupled Wall Systems; 6.2 Steel Coupling Beam with Fuse; 6.3 Composite Shear Plate Coupling Beam; Appendix I: Development of Fundamental Wall Geometry; Appendix II: References.